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http://dx.doi.org/10.12989/scs.2021.41.1.085

Parametric analysis on diagonal bracing joints connected with self-tapping screw  

Xu, Zhenhua (College of Civil Engineering, Xi'an University of Architecture and Technology)
Bai, Guoliang (College of Civil Engineering, Xi'an University of Architecture and Technology)
Liu, Biao (College of Civil Engineering, Xi'an University of Architecture and Technology)
Li, Jiarui (College of Civil Engineering, Xi'an University of Architecture and Technology)
Yang, Yifan (College of Civil Engineering, Xi'an University of Architecture and Technology)
Publication Information
Steel and Composite Structures / v.41, no.1, 2021 , pp. 85-98 More about this Journal
Abstract
In this paper, a three-dimensional finite element model (FEM) was established to study the performance of sliding resistance on the diagonal bracing joints of prefabricated steel frame (PSF) connected with self-tapping screw. In addition, the load-displacement curves of the joints were well verified by the test results, and a parametric study was conducted using the validated models to investigate the effect of steel grade, thickness of the tapped plate, the margin of bolt hole, the end and the central distance of bolt hole. The results showed that with the increase of steel grade, thickness of the tapped plate and the distance of the bolt holes, the anti-slide stiffness and the ultimate bearing capacity of the joint were significantly improved. It was recommended that steel grade should be Q345, Q390 or above. It was advisable to take the thickness of the tapped plate at 0.7d0 ~ 1.0d0, take the margin of bolt hole at 1.2d0~ 1.6d0, the central and the end distance of bolt hole should be greater than 2.0d0 and 1.2d0, respectively. The results could provide reference for engineering design.
Keywords
diagonal bracing joint; parametric analysis; prefabricated steel frame; self-tapping screw; tapped plate;
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1 Liu, X.C., Yang, Z.W., Wang, H.X., Zhang, A.L., Pu, S.H. and Wu, L. (2017), "Seismic performance of beam-column connection in bolted assembled multi-high-rise steel structure", J. Build. Struct., 38(6), 34-42. https://doi.org/10.14006/j.jzjgxb.2017.06.004. [In Chinese]   DOI
2 Maggi, Y.I., Goncalves, R.M., Leon, R.T. and Ribeiro, L.F.L. (2005), "Parametric analysis of steel bolted end plate connections using FE modeling", J. Construct. Steel Res., 61(5), 689-708. https://doi.org/10.1016/j.jcsr.2004.12.001.   DOI
3 Shu, X.P., Liu, Z.L. and Lu, B.R. (2015), "Nonlinear dynamic elasto-plastic time history analysis of prefrabricated steel frame structure with inclined support joints", Ind. Construct, 45(10), 1-6. https://doi.org/10.13204/j.gyjz201510001. [In Chinese]   DOI
4 Wang, J.F., Wang, H.F., Wang, D.H. and Sun, Z. (2017), "Experimental study on CFST column-to-steel beam frames with high-strength blind-bolted endplate connections under pseudo-static loading", Chin. Civil Eng. J., 050(004), 13-20. https://doi.org/10.CNKI:SUN:TMGC.0.2017-04-002. [In Chinese]
5 Xu, Z.H. (2018), "The research about mechanical properties of diagonal bracing joints on prefabricated steel frame structure connected with tapped plate high-strength bolt", M.Sc. Dissertation, Xiangtan University, Xiangtan, Hu Nan, China. [In Chinese]
6 Zhang, A.L., Hui, Y. and Liu, X.C. (2014), "Seismic performance research on beam-column splice joints of prefabricated steel framed structures with braces", Ind. Construct., 44(8), 35-38. https://doi.org/10.13204/j.gyjz201408008. [In Chinese]   DOI
7 Zhang, Q., Zhang, Q. L., and Ding, J. (2014), "Experimental study on a new bolt connnection used in mutti-story fabricated steel structure", Struct. Eng., 30(5), 154-159. DOI: 10.15935/j.cnki.jggcs.2014.05.023.   DOI
8 Liu, X.C., Lin, N., Zhang, A.L. and Xu, A.X. (2016), "Study on effect of bolted beam-column joint stiffness on performance of prefabricated steel frame structure with inclined braces", J. Build. Struct., 37(2), 63-72. https://doi.org/10.14006/j.jzjgxb.2016.02.009. [In Chinese]   DOI
9 Liu, Y. (2016), "Experimental study and FE analysis of the tensile properties of tapping flange high strength bolts connection", M.Sc. Dissertation, Hunan University, Chang Sha, Hu Nan, China. [In Chinese]
10 Liu, Z.L. (2015), "Nonlinear dynamic elasto-plastic time history analysis of prefabricated steel frame structure with inclined support joints", M.Sc. Dissertation, Hunan University, Chang Sha, Hu Nan, China. [In Chinese]
11 Shi, G., Shi, Y.J. and Wang, Y.Q. (2008), "Nonlinear FE analysis of end-plate connections in steel frames", Eng. Mech., 25(12), 79-85. https://doi.org/10.1016/S1872-5791(08)60058-5. [In Chinese]   DOI
12 Shu, X.P., Zhao, K., Yuan, Z.S. and Lu, B.R. (2015), "Research on the influence of vertical deformations in construction simulation of frefabricated steel frame structure with inclined support joints", Ind. Construct, 45(10), 42-47. https://doi.org/10.13204/j.gyjz201510008. [In Chinese]   DOI
13 Wang, Z.Y. and Wang, Q.Y. (2016), "Yield and ultimate strengths determination of a blind bolted endplate connection to square hollow section column", Eng. Struct., 111, 345-369. https://doi.org/10.1016/j.engstruct.2015.11.058.   DOI
14 Wang, D., Liu, M., Ou, T. and Zhang, Y. (2018), "Mechanical behavior of nine tree-pool joints between large trees and buildings", KSCE J. Civil Eng., 22(8), 2923-2933. https://doi.org/10.1007/s12205-017-1861-6.   DOI
15 Liu, X.C., He, X.N., Zhang, A.L, Tian, C., Zhang, X. and Tan, Y. (2017), "Design and specification compilation of a modularprefabricated high-rise steel frame structure with diagonal braces part II: Elastic-plastic time-history analysis and joint design", Struct Design Tall Spec. Build., 27(3), 1-18. https://doi.org/10.1002/tal.1414.   DOI
16 Ding, J., Yang, B., Li, R. F., Ma, Y. J., and Zhang, Q. l. (2016), "Research on mechanical behavior of prefabricated steel frame columns using high-strength bolted flange connection with tapped plate", J. Build. Struct., 37(8), 143-150. https://doi.org/10.14006/j.jzjgxb.2016.08.017. [In Chinese]   DOI
17 Liu, X.C., Zhou, X.J., Zhang, A.L., Tian, C., Zhang, X. and Tan, Y. (2017), "Design and specification compilation of a modular-prefabricated high-rise steel frame structure with diagonal braces part I: Integral structural design", Struct Design Tall Special Build., 27(5), 1-20. https://doi.org/10.1002/tal.1415.   DOI
18 Elghazouli, A.Y., Malaga-Chuquitaype, C., Castro, J.M. and Orton, A.H. (2009), "Experimental monotonic and cyclic behaviour of blind-bolted angle connections", Eng. Struct., 31(11), 2540-2553. https://doi.org/10.1016/j.engstruct.2009.05.021.   DOI
19 Hao, J.P., Sun, X.L., Xue, Q. and Fan, C.L. (2017), "Research and applications of prefabricated steel structure building systems", Eng. Mech., 34(1), 1-13. https://doi.org/10.6052/j.issn.1000-4750.2016.08.ST14. [In Chinese]   DOI
20 Hunan Department of Housing and Urban and Rural Construction (2015), Technical Regulations of Prefabricated Steel Frame Structure with Diagonal Bracing Joints, Hunan Science & Technology Press, Chang Sha, Hu Nan, China.
21 Li D., Uy, B., Patel, V. and Aslani, F. (2016), "Analysis and design of demountable embedded steel column base connections", Steel Compos. Struct., 22(4), 753-775. https://doi.org/10.12989/scs.2016.22.4.753   DOI
22 Huu, T.T. and Brian, U. (2015), "Finite element modelling of blind bolted composite joints", J. Construct. Steel Res., 112, 339-353. https://doi.org/10.1016/j.jcsr.2015.05.011.   DOI
23 He, M.S., Liu, L., Wang, J. and Chen, L.F. (2020), "Experimental study on seismic behavior of new type fully-bolted connection for steel frame", Pro. Steel Build. Struct., 022(001), 19-25. https://doi.org/10.13969/j.cnki.cn31-1893.2020.01.003. [In Chinese]   DOI
24 Ju, S.H., Fan, C.Y. and Wu, G.H. (2004), "Three-dimensional FEs of steel bolted connections", Eng. Struct., 26(3), 403-413. https://doi.org/10.1016/j.engstruct.2003.11.001   DOI
25 Liu, D.J. (2016), "The experimental study and FE analysis of shear performance of flange tapping high-strength bolt connection", M.Sc. Dissertation, Hunan University, Chang Sha, Hu Nan, China. [In Chinese]
26 Yang, Y. (2014), "Human comfort analysis in across-wind direction for prefabricated steel frame structure with inclined support joints", M.Sc. Dissertation, Hunan University, Chang Sha, Hu Nan, China. [In Chinese]
27 Md, T.M., Hossein, M., Poi, N.S. and Mahmud, K.E. (2018), "Ibeam to square hollow column blind bolted moment connection: Experimental and numerical study", J. Construct. Steel Res., 148, 383-398. https://doi.org/10.1016/j.jcsr.2018.06.012.   DOI
28 Wang, J., Lu, J., Zhang, H. and Zhao C. (2018). "Experimental investigation on seismic performance of endplate composite joints to CFST columns", J. Construct. Steel Res., 145, 352-367. https://doi.org/10.1016/j.jcsr.2018.03.006.   DOI
29 Wang, J. and Guo, L. (2020), "Experimental and analytical behavior of square CFDST column blind bolted to steel beam connections", Int. J. Steel Struct., 20(2), 612-635. https://doi.org/10.1007/s13296-020-00310-y.   DOI
30 Waqas, R., Uy, B. and Thai, H.T. (2019), "Experimental and numerical behaviour of blind bolted flush endplate composite connections", J. Construct. Steel Res., 53, 179-195. https://doi.org/10.1016/j.jcsr.2018.10.012.   DOI
31 Zhang, A.L. and Zhang, Y.X. (2016), "Study and overview of critical problems for the new system of industrialized prefabricated tall steel structure", J. Beijing Univ Civil Eng. Arch., 32(3), 21-28. https://doi.org/10.3969/j.issn.1004-6011.2016.03.005.   DOI
32 Zhuang, Z. (2009), Abaqus FE Analysis and Application, Tsinghua University Press, Beijing, China.